Tools

LEADER 02411nam a2200493 a 4500

001 ocn712141802;

003 OCoLC;

005 20141212064020.0;

006 m d f ;

007 cr cn|||||||||;

008 110412s2009 vauad obt f000 0 eng c;

027 a| FHWA-HRT-08-073;

035 a| (Sirsi) o712141802;

040 a| GPOc| GPOd| UtOrBLW;

042 a| pcc;

049 a| ERE#;

074 a| 0982-G-11 (online);

086 0 a| TD 2.30:08-073;

088 a| HRDI-12/09-09(350)E;

245 00 a| Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures /c| [Y. Richard Kim and others].;

260 a| McLean, VA :b| Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center,c| [2009];

300 a| 1 online resource (xix, 244 pages) :b| illustrations (chiefly color), color charts.;

336 a| text2| rdacontent;

337 a| computer2| rdamedia;

338 a| online resource2| rdacarrier;

500 a| Title from title screen (viewed on Apr. 12, 2011).;

500 a| "Performing organization, North Carolina State University, Dept. of Civil, Construction, and Environmental Engineering.";

500 a| "September 2009.";

504 a| Includes bibliographical references (p. 241-244).;

500 a| "HRDI-12/09-09(350)E"--P. [4] of cover.;

536 a| Federal Highway Administration, Office of Research and Technology Servicesb| DTFH61-05-H-00019;

650 0 a| Asphalt concretex| Mechanical propertiesx| Mathematical models.=| ^A334603;

650 0 a| Asphalt concretex| Crackingx| Mathematical models.=| ^A334603;

650 0 a| Viscoelasticityx| Mathematical models.=| ^A25008;

776 08 i| Print version:t| Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixturesw| (OCoLC)503139133;

700 1 a| Kim, Y. Richard.=| ^A366574;

710 1 a| United States.b| Federal Highway Administration.b| Office of Research and Technology Services.=| ^A1040926;

710 2 a| Turner-Fairbank Highway Research Center.=| ^A427469;

710 2 a| North Carolina State University.b| Department of Civil, Construction, and Environmental Engineering.=| ^A594549;

856 40 u| http://purl.fdlp.gov/GPO/gpo6072;

949 a| Click on web addressw| ASISh| JOYNER94;

596 a| 1;

998 a| 2473738;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 2473738-1001l| JNETm| JOYNERr| Ys| Yt| JNE1DOu| 5/11/2011x| EDOCUMENTz| JERESOURCE;

Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures / [Y. Richard Kim and others].

Format	Electronic
Publication Info	McLean, VA : Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, [2009]
Description	1 online resource (xix, 244 pages) : illustrations (chiefly color), color charts.
Supplemental Content	http://purl.fdlp.gov/GPO/gpo6072
Subjects	Asphalt concrete--Mechanical properties. --Mathematical models. Asphalt concrete--Cracking. --Mathematical models. Viscoelasticity--Mathematical models.

Other author/creator	Kim, Y. Richard.
Other author/creator	United States. Federal Highway Administration. Office of Research and Technology Services.
Other author/creator	Turner-Fairbank Highway Research Center.
Other author/creator	North Carolina State University. Department of Civil, Construction, and Environmental Engineering.
General note	Title from title screen (viewed on Apr. 12, 2011).
General note	"Performing organization, North Carolina State University, Dept. of Civil, Construction, and Environmental Engineering."
General note	"September 2009."
General note	"HRDI-12/09-09(350)E"--P. [4] of cover.
Bibliography note	Includes bibliographical references (p. 241-244).
Funding information	Federal Highway Administration, Office of Research and Technology Services DTFH61-05-H-00019
Issued in other form	Print version: Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures
Technical rpt#	FHWA-HRT-08-073
Technical rpt number	HRDI-12/09-09(350)E
GPO item number	0982-G-11 (online)
Govt. docs number	TD 2.30:08-073

Library	Location	Call Number	Status	Item Actions
	Electronic Resources	Access Content Online	✔ Available

Click here for more information about this title